Article | REF: C2334 V1

Eurocode 2: Reinforced concrete - Useful formulas and data

Author: Jean PERCHAT

Publication date: May 10, 2006

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3. Arrows. Approximate calculation methods

3.1 Method A

As the beam is cut into several equal sections, we assume that the curvature on each section varies linearly. The equation of the deformation is therefore (double integration) a 3rd degree polynomial.

The arrow a in a section j is of the form : aj=l2N ki1ri

with :

1ri
 : 
...
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Arrows. Approximate calculation methods